Loading...
HomeMy WebLinkAbout213 Loch Low Dr (2)CITY OF SANFORD PERMIT APPLICATION Permit # :� _ Date: Job Address: ( �f Atio_ — Description of Work: U<J S0_r_ea4 col br( rl Historic District: % ) „ Aonine: n, /1 Value of Work: $ , Permit Type: Building`1�_ Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occetpancy Type: Residential Commercial Construction Type: # of Stories: Parcel #: I ®v /J --1-0 Owners Name & Address: &ddddyeess: U -01 . Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: ___1 RECEWt>Zt�t. MAY 0 5 200 Mechanical Plumbihg' Fire`Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial _ Industrial Total Square Footage: _ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) I Contact (Attach Proof of Ownership & Legal Description) J, v Number: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable la. ins regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of)he property of the requir.eipnts of Florid b'en Law, FS 713. Signature of Owner/Agent Date Si nature of Contractor/ ge Date Prin wner/Agent's Nam r" �_ Print tractor/A ent's Na Signature of Notary- ate d ori a Date Signature ofNota -S 6 QJIFIo da Date Owner/Agent is _Per o al v nowmto Ar,A� _ Produced ID APPLICATION APPROVED BY: Bldg.Zoning: (Initial & Date) y pecial Conditions: ,.e N Becky Rogers My Commission DDI 80133 %or rV Expires February 14, 2007 Contractor/Agent is e Known to Me or _ Produced ID (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) �jpA'y Becky Rogers My Commission DD180133�S % tide Expires February 14, 2007 POWER OF ATTORNEY D� TE• I hereby name and appoint �'���1'G ' of PP Affordable Screen & Patio. Inc. to b my lawful Attorney -In -Fact to act for me ,aid apply to they wilding Department for a peUrmit for work to be performed at a location described as: _�r� g Parcel ID # id 36 0 Lot Block &A 0 0 6D Subdivision: C cam,, Y I ' Address of Job) A"1(es 15 v (Owner of Property &address) and to sign my name and do all things necessary to this appointment Type and print name of Certified Cont ac or Signature f rtified Contractor ,36 The foregoing, instrument was acknoNOe.d��ed before me this �_� � b�' 'l re J vho is personally kno n to merwho produced �d as identification and who did not take an oath. State of Florida County of Orange Notary Signatu Date: �3P-- fid' Becky Rogers My Commission DDI 80133 (Seal)�''ow W Expires February 14, 2007 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL t Back i Ls O f r 1 Seminole Count. 0 p - %3+opert s.t>�ptarrr, t c�inxes '"A A t&t K. Nina SI.� 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-5CT-OG00- Tax District: S1-SANFORD 0080 Number of Buildings: 1 Depreciated Bldg Value: $87,104 00- Owner: AVILES HECTOR P Exemptions: HOMESTEAD Depreciated EXFT Value: $10,445 Address: 213 LOCH LOW DR Land Value (Market): $17,800 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 213 LOCH LOW DR SANFORD 32773 Just/Market Value: $115,349 Subdivision Name: HIDDEN LAKE UNIT 1-C Assessed Value (SOH): $110,932 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $85,932 SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Tax Value(without SOH): $1,871 WARRANTY DEED 11/2002 04617 0626 $92,500 Improved 2004 Tax Bill Amount: $1,719 WARRANTY DEED 02/1991 02270 1718 $74,500 Improved Save Our Homes (SOH) Savings: $152 WARRANTY DEED 01/1980 01261 1799 $41,400 Improved 2004 Taxable Value: $83,864 QUITCLAIM DEED 03/1979 01216 0738 $100 Vacant DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 8 BLK G HIDDEN LAKE UNIT 1-C PB 17 LOT 0 0 1.000 17,800.00 $17,800 PG 56 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1980 6 1,512 1,883 1,512 CONC BLOCK $87,104 $96,782 Appendage / Sgft OPEN PORCH FINISHED 172 Appendage / Sgft GARAGE FINISHED / 299 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM GLASS PORCH 1991 297 $2,703 $4,158 POOL GUNITE 1991 450 $5,850 $9,000 SCREEN ENCLOSURE 1991 1,436 $1,533 $2,872 COOL DECK PATIO 1991 158 $359 $553 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl. org/pl s/web/re_web. seminole_county_title?parcel=10203 05 CTOGOOOO80... 10/26/04 Permit Number _ Parcel Identification Numberl,C� Prepared by: Pi- nit Return to:'e- -n p NOTICE OF COMMENCEMENT MARYANNE NURSE, CLERK OF CIRCUIT CUNT SEMINOLE COIWY BK +:5713 FSG 1560 CLERK'S # 24D05074355 RMDED 05/05/M 12z0h,-.V PH RECORDIPS FEES 10.00 RECORDED BY t holden CERTMED COPY MARYANNE MORSE State of +-� Or CLE K *CIRUIT COURTCounty o SEM 0 EFLORIDAK The undersigned hereby gives notice that improvement(s) will be made to certain real propertyand in ccordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Comme ent. 1. Description of rope(legal description of the pr erty, and street address if available) MAY 5 2005 C>,-/,320 /C>,-/,3606 z,,i �' Ccs7�" f3/K C C��� C: 1.(417' 2.r e e al description Improvement) 3. Owner infnormatioj� Name /` 6n ' �^ Telephone Numbeo,;?/-3��--_ Address( ( C �L, `'�r) . Fax Number Interest in Property: 4. Fee Sim a itie Holder)(if other f an owner shown above) Name Telephone Number Address a M e, Fax Number Contractor Name P-10. Sox Telephone Number Li D-7- �-'la - 1 Q Le Address ` Fax Number' -4 Q c7 - 33a - o a-1 9 6. Surety (if any) Name Telephone Number Address Fax Number Amount of bond $ 7. Lender (if any) Name Address Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes., Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): Date Signed Signature of Owner [Note: per §713.13(1)(g), "owner must sign ...and no one else may be permitted to sign in his or her stead." Sworn to and subscribed before me chis`—day pf ;� 20 — by who is personally known to me OR as identification. oop P Becky Rogers — _ ure Si natof Not not is se I to appear below My Commission DDI 80133 g ( PP ) Nor a4`,p Expires February 14, 2007 Form Revised: 12100 for 19� to 20� PI L AMP 9F `fpr i SW NIT #°s -6'5Lcz� D OFF �A Nor P�.QtrE INS REVIEWEDaa,00 rO P�� Y Off' SANFUNo,E �� v II S' x 14' UTILITY EASEHEN — ! i TAL CONC = CONCRf7E ... — — — — i StfEl) l R/W " RIGHT -OF --WAY " x xPC ,. POINT OF IQS' 17,3' 8.1' CURVATURE a1' M ® �c FOUND 4'x'4' `C CONC k0NUAIENT Q II POOL ` w FOUND 1/2" x Y ti IRON RC 6 (NO J) 1 4** ACTAL FRAME - ADDITION A/C DN Y x >l CONC ^ a 34.7' 1� N t; ' x 51 I. 6EARINCS BASED ON THE �j ONE STORY CLiNC CONC 4 NORTH UNE OF LUT 8 BLOCK R2ES DENCE i AS SHOWN. ,x x 2. UNDERGROUND IM'ROVE- VIN1i I AIENTS NOT LOCAT,_D. a1' WALL S2o, CONC VII�G x VALL J. SU&IECT TO EASEMENTS COV PORCH : ;' 6.0' AND RESTRICTIONS OF RECORD, o l 4. SUBJECT PROPER)Y UES CONC IN ZONE _X', PER FLOOD VALK - ^ INSURANCE RATE AOP l LOT 8 ' �; ' ' PANEL 020294 0945 BLOCK CK JPG� '.� Lx4TFD 4/17/93, iW0 1 (J(� , •�... I UES OUj�IDE THE 300- �f a ( YEAR FLOOD PL&A. 5. DATE OF FIELD SURVEY FvcwD 5.04' IRLW PIP11/13/02. E' N0�"39'00'W, cNa� •�',_ �`�ww���rr+�'�s`4rar •• Cterv. nusber^ 1 � � sus •,p�Q Raa�'us= 12340 -Delta- 3Z'06'44' �A-7M6 Enmt.Chord Sri ZDST4'ZZ'V. BOUNWY SVR./.. DESCRIPTION: LOT 8, BLOCK '"G" HIDDEN LAKE UNIT 1—C, AS RECORDED IN PLAT BOOK 17, PAGES 55-56, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA Cf34TrflED TO I HEREBY CE ".- Lid E- 1/1J102 HFCTOR P. AVALES MAT THIS SURVEY MEETS 7HE 1 ' := 20' MINIMUA.I TECHNICAL STANDARDS SG4iz SET FORM BY THE FLORIDA SOUTHERN COMMUNITY SCiARD OF LAND SURVEYORS IN� 02-K320 &WC MORTGAGE, LLC CHAPTER 61 G 17 — 6, FLORIDA � • ADMINISTRATIVE CODE. K6UPF TITLE AND MCMAHON SURVEYING GUARAMY CORP. AND A,G4PPING 1690 TALL OAKS RQAD CHICAGO TITLE THO J. AIC)&AHON DELAND, FLORIDA INSURANCE COMPANY FL REG LAND S/JRV�OR J4887 32720 (407) 399-2044 NOT IALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIL14 UCENSED SURVEYOR ANl� MAPPLR e -17i 1 # y� 0. s op js 4 Y. /412. # 15� IYJ 134- t3 14 3)c 34 3 4' 1A 31, 3)CA 4h k �K r 4 Y. /412. # 15� IYJ 134- t3 14 3)c 34 3 4' 1A SCREEN, ACRYLIC & VINYL ROOMS IN EIRIOR. BEAM (SEE TABLES 3A.1.3) H SECTION 3A 1. HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM . PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7. HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) H 0 Rigs Q TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 - - PAGE Q COPYRIGHT2004 A OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A -'I SEC'T ION 3A SCREEN, ACRYLIC & VINYL ROOMS HEIGHT (h) 1" x 2" MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) l.'LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION 'P/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) . O Z:D O.H. v U) SOLID ROOF / / iLU NO MAXIMUM / / U) (ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH NOTE::;: -'P' VARIES 1. AN121-IOR T' x 2" OPEN BACK EXTRUSION W/ 1/4"x2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AhIC W/ IN 6 EACH SIDE OF UPRIGHT ANCHOR 1"x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INI'E: ANALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. ..3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. AN :TORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION. 100 -123 130- -140 150 -TYPICAL SCREEN ROOM SCALE: 3/16" =.1'-0" _ EDGE BEAM (SEE TABLES. #8 #10 #12 #12 3A.1.1 & 3A.1.2) 'LW' FOR MAX. / H* / UPRIGHT / HEIGHT (h) 1" x 2" MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) l.'LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION 'P/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) . O Z:D O.H. v U) SOLID ROOF / / iLU NO MAXIMUM / / U) (ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH NOTE::;: -'P' VARIES 1. AN121-IOR T' x 2" OPEN BACK EXTRUSION W/ 1/4"x2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AhIC W/ IN 6 EACH SIDE OF UPRIGHT ANCHOR 1"x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INI'E: ANALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. ..3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. AN :TORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION. 100 -123 130- -140 150 -TYPICAL SCREEN ROOM SCALE: 3/16" =.1'-0" Lawrence E. Bennett, P.E. FL # 1.6644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214365, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6566 PAGE © COPYRIGHT 2004 3A -.i NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. _ #8 #10 #12 #12 Lawrence E. Bennett, P.E. FL # 1.6644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214365, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6566 PAGE © COPYRIGHT 2004 3A -.i NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I .. SE(;'TION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: - (2) #10 x 1-1/2" S.M.S. THROUGH SPLINE GROOVES - EDGE BEAM SIDE WALL HEADER 1" x 2" DIREN BACK ATTACHED ^_ ATTACHED TO 1" x 2" OPEN TO FRONT POST W/ I BACK W/ MIN. (2) #10 x 1-1/2" #1 C K 1-1/2" S.M.S. MAX. 6" S.M.S. FROH EACH END OF POST AND 24" O.C. m SIDE WALL GIRT ATTACHED TO 1" x 2" OPEN BACK W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES FRONT WALL GIRT ®'� 4 FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4" x 2-1/4" 1" x 2" OPEN BACK ATTACHED CONCRETE /MASONRY TO FRONT POST W/ ANCHORS @ 6" FROM EACH #1 w' �: 1-1/2" S.M.S. MAX. 6" POST AND 24" O.C. MAX. AND I FROM EACH END OF POST WALLS MIN. 1" FROM EDGE OF AND 24" O.C. 1" CONCRETE MIN. TYPICAL & ALTERNATE. CORNER DETAIL SCALE: 3"=l' -O" Lawtrl=:nce E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4774 FAX; 386 767-6556 PAGE .. - © COPYRIGHT2004 3A.6' NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: ;4) 1/4" x 4" LAG BOLTS W/ 1•• 1/1" FENDER WASHERS PER 4'-0" PANEL ACROSS THE. F;.ONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3". HOLLOW 13 RT AND KICK PLATE 2" x 2" HOLLOW RAIL F'CST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES SECTION 3A RISER PANELS ATTACHED PER CHAPTER HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2” S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) TYPICAL UPRIGHT DETAIL SCALE: 3" = l'-0° Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368,, SOUTH DAYTONA. FL 32121 TELEPHONE: (366) 767-0774 FAX: (386) 767.6556 '-- PAGE COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.„�� I; ECTIC)Iq 3A SCREEN, ACRYLIC & VINYL ROOMS Tl, ble 3A.:!.1 Allowable Upright Heights, Chair Rail Spans or. Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF --- Tributary Load Width 'W' =Purlin Spacing Sections 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6' G-0" Allowable Height 'H'I bending 'b' or deflection 'd' _ ' x 2" x O.01A" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'-4" b 6'-11" b 6'-8" b 6' 5" b 6'-2" b 6'-9" b 5'-11" b 6'-6" b --- !.' x 2" x 0.065" Hollow 10'-3" b 9' 6" b 8'-11" b 8' 5" b T-11' b 7'-7" b 7'-3" b 6'-11" b b T-5" b 8,-2" b --- 1' x 2" x 0.04E" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8' 9" b 8' 4" b T 11" b 9'-6" b 7'-8" 9'-2" b 8'-10" b 8' 6" b --- 3 ' x 2" x 0.11;'[" Hollow 12' 9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9' 11" b 8'-8" b 8--4" b b --- i" x 3" x O.II IE" --- Hollow 12'-9" b 11'-9" b 11' 0" b 10'-5" b 9'-10" b 12'-7"-b 9'-5" b 12'-0" b 8'-11" b 11'-6" b 11'-0" b 10'-8" b 0'-3 10'-3" b i!" x 4" x 0.11!i6" --- Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b b 15'-7" b b 14 '-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b x 4" x D.II�IE�' " S.M.B. 19'-1" b S.M.B. 23'-7" b 1T-8" b 21'-10" b 16'-6" ;14'-9" 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16' 0" b 15' S" b 1 b i!" x 5" x 0.050 ___ S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 1T-9" b 1T 1" b 6-7' 16' 6" 2" x 6" x 0.1)!iU" --- 2" 0.0, V" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8' b 8'-3" b T-11" b T -#b7 4" b T-1" b 9'-1" b x x x 3" x 0.(bt!i"Snap 14'-4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7"b 10'-2b 9'-'-5" b 1'-6" b 11'-1 x 4" x 0!.)t!i" Snap 1T-7" b 16' 3" b 15'-3" b 14 4" b 13' 7" b 12'-11" b 12'-5" b11' or 3 secc)j1d wind gust at 120 MPH velocity; using design load of 13 #/SF "'- Tributary Load Width 'W' = Purlin Spacing Soiaions 3'_0" 3'_6.1 4'_0" 4- 6.. 5,_0.- 5. 6,. Allowable Height 'H'I bending'b' or deflection'd' --- !;" x 2" x 0.04V Hollow 8'-8" b 8' 0" b T-6" b T-1" b 6'-8" b 6'-5" b 6'-1-1" b 5--11" b . 6'-5" b 5'-8" b 6'-2" b 5'-6" b b --- �;:" x 2" x 0.05 i" Hollow 9'-5" b 8'-9" b 8' 2" b T 9" b 7-4 b 6'-11" b 6'-8" b T-1" b b 6'-7" b 6'-7' i --- :I" x 2" x 0.04_5" Hollow 10'-5" b 9'-7" b 8--11" b 8'-6" b 8' 0" b 9-8" b 7'-4" b 8'-9" b 8'-5" b 8-10" 8'-1" b " b I I" x 2" x 0.073" Hollow 12'-1" d 11'-5" b 10'-8" b 10' 1" . b 9'-7" b 9'-2" b 1" b 8''-2 b 8' 5" b 8'-2" b 8'-2 --- !" x 3" x 0.C45" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" b 9' b 10' 2" b b 9' 5" b --- !" x 4" x O.C5D" Hollow 14'-11" b 13'-10" b 12'-11 b 12' 2" b 11'-7" b 11' 0" b 12'-11" b 10'-7" 12' 5" b 11'-11" b 11' -6-b 11'-1" b !" x 4" x 0.(46" S.M.B. 1T 6" b 16'-3" b 15'-2" b 14'-4" b 13'-7" b b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b >." -5-x 0.(50" -56" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 19'-7" b 18'-7" b 1T 9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b x 6" x OT S.M.B. 23'-11" b 22'-2" b 20'-9" T-7" b 9-11" b bL6-9" b 6'-6" b -- Z" x 2" x 0.044" Snap 10' 4" b 9'-7" b 8'-11" b 8'-5" b T-11" b b 9' 4" b 8'-11" b-8" '-11 b 8'-4"--Z"x4"x Z" x 3" x 0,045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 12'-6" b 9'-9" 11'-11" b 11'-5" b 10'-11" b'-7" b 10'-3" b O,4" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b P totes: Add horizontal distance from upright to center of brace to beam connection to the 1. Above sp -ars do not include length of knee brace. e bove span:; for total beam spans. . Spans mey be interpolated. Lawrence E. Bennett, P.E. FL # 16644 :IYT- ENGINEER - DEVELOPMENT CONSULTANT F.0. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 F" GE © COPYRIGHT 2084 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SEG -TION 7 I SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ALTE=RNATE CONNECTION:' SEALANT (3) #8 SCREWS PER PAN WITH j SEALANT 1" MINIMUM EMBEDMENT INTO FASCIA ,THROUGH PAN BOXED — HEADER (SEE NOTE BELOW) END LU EXISTING TRUSS OR RAFTER— Q w UJ ROOF PANEL #1C x 1-1/2" S.M.S. (2) PER a uROOF RF,FTER OR TRUSS TAIL PANEL #10:c 3/4" S.M.S. @ 12" O.C. #8 x 1/2" S.M.S. (3) PER PAN EXISTING FASCIA (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED ROOF PANEL TO WALL DETAIL SCREW HEADS ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW. HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #3 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOW1=D AS A SUBSTITUTE FOR #8 x 1/2" S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE COPYRIGHT 2004 7-27@NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. a SEALANT FOR MASONRY USE 1/4" x 1-1/4" MASONRY j HEADER (SEE NOTE BELOW) NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" — S.M.S. OR WOOD SCREWS @ LU 2" O.C. Q w ROOF PANEL EXISTING HOST STRUCTURE: — WOOD ;=RAME, MASONRY OR #8 x 1/2" S.M.S. (3) PER PAN OTHER CONSTRUCTION (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW.HEADS ROOF PANEL TO WALL DETAIL SCALE: 3" = T-0" ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW. HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #3 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOW1=D AS A SUBSTITUTE FOR #8 x 1/2" S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE COPYRIGHT 2004 7-27@NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. a SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 '111 .. 4M' .. n n'3A-- 9 nr S Rik Ricci Pnnnlc Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang 1 Cantilever All Roofs 100 MPH 14'-7" 17'-11" 18'-4" 13'-8" 17'-5" 17'-9" 11'-2" 14'-3" 14'-7" 4'-0" 110 MPH 14'-1" 17'-11" 18'-4" 12'-9" 15'-9" 16'-0" 10'-6" 13'-5" 13'-9" 3'-11" 120 MPH 13'-4" 17'-5" 17'-9" 11'-9" 15'-1" 15'-5" 9'-11" 12'-7" 12'-10" 3'-9" '123 MPH 13'-2" 1 16'-3" 17'-4" -11'-7" 14'-10" 15'-1" 9'-9" 12'-5" 12'-8" 3'-8" 130 MPH 12'-9" 15-9" 16'-0" 11'-2" 14'-3" 14'-7" 9'-5" 11'-8" 11'-10" 3'-7" 140 MPH 10'-1" 1 12'-6" 12'-9" 10'-1" 12'-6" 12'-9" 8'-11" 11'-1" 11'-3" 3'-4" 150 MPH 10'-1" 1 12'-6" 12'-9" 10'-1" 12'-6" 12'-9" 8'-6" 10'-6" 10'-9" 3'-3" Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 15'-9" 19'-5" 19'-10" 14'-10" 18'-10" 19'-2" 12'-6" 15'-5" 15'-9" 4'-0" 110 MPH 15'-3" 19'-5" 19'-10" 13'-9" 17'-10" 18'-2" 11'-3" 14'-6" 14'-10" 1 4'-0" 120 MPH 14'-5" 18'-10" 19'-2" 13'-2" 16'-3" 16'-7" 10'-8" 13'-7" 13'-11" 4'-0" 123 MPH 14'-2" 18'-4" 1 18'-8" 12'-11" 15-11" 16'-4" 10'-6" 13'-5" 13'-8" 3'-11" 130 MPH 13'-9" 17'-4" 17'-9" 12'-6" 15'-5" 15'-9" 10'-2" 12'-11" 13'-2" 3'-10" 140 MPH 10'711" 13'-6" 13'-9" 10'-11" 13'-6" 13'-9" 9'-8" 12'-4" 12'-7" 3'-8" 150 MPH 10'-11" 13'-6" 13'-9" 1 10'-11" 13'-6" 13'-9" 9'-2" 11'4" 11'-7" 3'-6" Wind Region Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 3 4 1&2 3 4 1&2 3 4 span span span span span span span span span 100 MPH 18'-5" 22'-9" 23'-2" 17'-10" 22'-0" 22'-5" 14'-7" 18'-8" 19'-1" 4'-0" 110 MPH 18'-5" 22'-9" 23'-2" 16'-1" 20'-10" 21'-3" 13'-9" 17'-9" 18'-1" 4'-0" 120 MPH 17'-10" 22'-0" 22'-5" 15'-5" 19'-10" 20'-3" 12'-11" 15'-11" 16'-3" 4'-0" 123 MPH 17'-4" 21'-5" 21'-10" 15'-2" 19'-6" 19'-10" 12'-8" 15'-8" 15'-11" 4'-0" 130 MPH 16'-1" 20'-4" 20'-9" 14'-7" 18'-8" 19'-1" 11'-11" 15'-1" 15'-5" 4'-0" 140 MPH 12'-9" 15'-9" 16-1" 12'-9" 15'-9" 16'-1" 11'4" 14'-5" 14'-9" 4'-0" 150 MPH 12'-9" 15'4" 16'-1" 12'-9" 15'-9" 16'-1" 10'-9" 13'-9" 1 14'-0" 4'-0" Note; Total roof panel width = room width + wan whin * overnang. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 7-30 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION 0F LAWRENCE E. BENNETT, P.E. FASTENERS I SECTION 9 CONCRETE EXPANSION DRIVE NAIL SPIKE SCREW T -BOLT BOLT ANCHOR CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT W/ NEOPRENE WASHER I OPTIONAL METAL FASTENERS WASHER SCALE: N.T.S. NOTES: ,'ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR FXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE _ APPROVED BY THE BUILDING OFFICIAL Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 PAGE O COPYRIGHT 2004. NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 9'7